Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 051246
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0805 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.47/   0.00/ -1.179/  0.597/     0/     0/   0.00:ALLATOONA
CMMG1 1067.83/   0.00/  0.669/  0.669/   383/    52/   0.00:BUFORD
CTRG1 1073.00/ 691.16/  0.227/ -7.603/  2073/     0/   0.00:CARTERS
CTSG1  691.16/   0.00/  0.000/  0.000/  1119/     0/   M   :CARTERS REREG
WDRF1   76.27/  39.80/  8.612/  6.398/   350/    43/   0.00:WOODRUFF
FOGG1  187.97/ 101.56/ -2.261/  0.220/   637/   160/   0.00:GEORGE
WETG1  633.81/ 557.83/  2.135/  0.643/   408/    45/   0.00:WEST POINT
.END
.B ALR 0805 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.12/  79.51/  6.522/  0.000/   332/    62/   0.00:R F HENRY
MRFA1   79.04/  33.82/ -5.046/  0.000/   438/    76/   0.00:MILLERS FERRY
.END
.B ALR 0805 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.49/   0.00/  0.242/  0.597/     0/ 0.000:ALLATOONA
CMMG1 1067.83/   0.00/  0.067/  1.373/   345/ 0.000:BUFORD
CTRG1 1072.20/ 693.04/  0.249/  1.554/  2815/ 4.052:CARTERS
CTSG1  693.04/   0.00/  0.000/  0.000/  2225/-2.498:CARTERS REREG
WDRF1   76.27/  39.80/  7.333/  6.595/   350/ 5.795:WOODRUFF
FOGG1  187.99/ 101.41/  2.606/  2.813/   404/ 2.593:GEORGE
WETG1  633.79/ 558.11/  0.552/  3.160/   388/ 3.160:WEST POINT
TYLA1  123.70/  78.96/  4.590/  5.448/   336/ 5.448:R F HENRY
MRFA1   79.20/  34.38/  7.028/  7.280/   524/ 7.280:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0805 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.35 /   M   ,NCRG1    3.81 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    3.63 /   M   ,RTMG1    4.44 /   0.00:KINGSTON       ROME
RSCG1    2.32 /   0.00,VING1    2.87 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    1.35 /   M   :CARTERS (411)  REDBUD
ELIG1    1.53 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    M    /   2.40,DGAG1    0.75 /   0.00:CANTON         DAHLONEGA
DCNG1    0.49 /   0.00,TKRG1    0.96 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.72 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.77 /   M   ,MARG1    0.92 /   M   :SUWANEE        SOPE CR
LVNA1    1.26 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.15 /   M   ,BLOF1    1.98 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.92 /   M   ,RWLG1    4.15 /   M   :WHITESBURG     ROSWELL
WTPG1    2.25 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.69 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.91 /   0.00,CKLA1    0.92 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.46 /   M   ,RMBG1   11.10 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.85 /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.98 /   0.00:TIBBEE         ETON
SAYA1    2.35 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6   10.97 /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    6.40 /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   10.59 /   M   ,BCKA1    3.18 /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    5.04 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.88 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0805 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.60 /   8.00 /  6 / 0.00 : CLAIBORNE
COLA1  101.87 /  77.11 /  0 / 0.00 : ANDREWS
.END
.B ALR 0805 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.31 /    2.21 /  0.00 :  0 @ 0.00*** @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.81 /   33.33 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.85 /   73.90 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  124.10 /   96.01 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.50 /  123.70 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.66 /  186.59 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.52 /   73.60 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.34 /  109.33 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.29 /  136.59 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.25 /  163.21 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.53 /  190.25 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.41 /  220.41 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.30 /  245.37 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.30 /  270.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.30 /  300.32 /  0.00 :  1 @ 0.11  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.67 /  330.23 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0805 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.73 / 329.66 /  0.00 /       :    5     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 080515 TO 081515
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0805 C DC0805/QTDFZZZ/DID01/  1.480 /  1.480 /  1.480 /
.E1   1.480 /  0.710 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /
.E WETG1 0805 C DC0805/QTDFZZZ/DID01/  2.750 /  2.750 /  2.750 /
.E1   0.610 /  0.610 /  2.750 /  2.750 /  2.750 /  2.750 /  2.750 /  2.750 /
.E FOGG1 0805 C DC0805/QTDFZZZ/DID01/  4.200 /  4.200 /  2.240 /
.E1   2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /
.E WDRF1 0805 C DC0805/QTDFZZZ/DID01/  6.500 /  6.500 /  6.000 /
.E1   6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /
.E CVLG1 0805 C DC0805/QTDFZZZ/DID01/  0.700 /  0.700 /  0.700 /
.E1   0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /
.E CTSG1 0805 C DC0805/QTDFZZZ/DID01/  0.500 /  0.500 /  0.500 /
.E1   0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /
$$





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